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Waste Water Engineering

Waste Water Engineering
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

200 ppm
150 ppm
50 ppm
100 ppm

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Waste Water Engineering
For sewer mains of 0.5 to 1 m diameter, the ratio of maximum daily sewage flow to the average daily sewage flow is assumed

3
1.5
2
2.5

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Waste Water Engineering
The most effective arrangement for diverting excess storm water into a natural drainage, is

Leaping weir
Overflow weir
None of these
Siphon spill way

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Waste Water Engineering
If 2% solution of a sewage sample is incubated for 5 days at 20°C and depletion of oxygen was found to be 5 ppm, B.O.D. of the sewage is

200 ppm
225 ppm
None of these
250 ppm

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Waste Water Engineering
The value of Chezy’s constant C = 157.6/(1.81 + K/ ) is used in

Kutter’s formula
Chezy’s formula
Bazin’s formula
Manning’s formula

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Waste Water Engineering
The flow velocity in detritus tanks is

1.25 m/sec
None of these
0.09 m/sec
0.05 m/sec

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